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Home My WebLink About20171032 Ver 1_630111_prm_Combined_11x17_20170823•� � V � � O V See Sheet 9-A For Index of Sheets �� Asx CDUI�TY LOCATION: BRIDGE NO.IIl OVER SAP011tY CREEK ON SR 1704 (BATCHELOR ROAD) TYPE OF WORK GRADIIVG, DRAIIVAGE, PAVIIIIG �' STRUCTURE � TO NC 58 BEGIN NCDOT PROJECT 17BP.4.R.79 —L— POT STA.13 + OS.SO CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD 11. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAAHIC SCALES 30 15 0 30 60 PLANS 30 15 0 30 60 PROFILE (HORIZONTAL) DESIGN DATA ADT 2017 = 560 T = 6 % * V = 55 MPH (TTST =3% + DUAL =: FUNC CLASS = RURAL LOCAL SUBREGIONAL TIER PROJECT LENGTH LENGTH ROADWAY PROJECT 17BP.4.R.79 = LENGTH STRUCTURE PROJECT 17BP.4.R.79 = TOTAL LENGTH PROJECT 17BP.4.RJ9 = BUFFER IMPACTS PERMIT STA. IS + 05.50 SR 1704 (BATCHELOR RD.) -L- 0.070 MI 0.027 MI 0.097 MI END BRIDGE STA. I6 + 45.SO TO SR I703 � (BARNES HILL CHURCH RD.) END NCDOT PROJECT 17BP.4.R.79 —L— POT STA.18+20.00 Prepared for: DIVISI0IV OF HIGHWAYS DIVISION FOUR 509 Ward Boulevard, Wilson NC, 27895 .1F_' S'Z'.1.VDAKU 5'PE'(:lYLG'/IYIONJ' 1' OF WAY DATE: PAOJECT EN(:Z: LaTTING DATE: PR!)ld:('T IJF'.ti/!;;\ � . STATE STAT2 PROJECI' REFERENCE M1O. �� 17BP.4.R.79 1 176P.4.R.79 sxeer rorn� :�0. . SHEF.TS � . UTIL.. R�W ��z��,e�� - Ka��,�, , �. TRANSPoRTATION PLANNING/DfSIGN - BRIIX',E/STRUCTURE DES/GN CNIL/SITE DESIGN - G/5/GPS - CONSTRUCTION OBSERVATION BRIDGE #630111 PRELIM. ROADWAY PLANS ��,d�� .�� DO YOT t'SE FOR CONSTRUCTIOPh dN��Il�1L1E7[°lE 1�T,AN� DO NOT VSE FOR R! W ACQIiI91TION PERMIT DRAWING SHEET 1 OF 4 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICS ENGINEER P.E. ROADWAY DESIGN ENGINEER r.F. �� n�'� ' ' �� r.��■■ BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. STRUCTURE SIZE / TYPE STATION (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ftZ) (ft2) (ft2) (ft2) (ftz) 1 1@40' 2@50' 21" CS 15+05.5 TO 16+45.5 X 678 0 678 1 ROADWAY 14+62 TO 16+gg X 545 965 1510 TOTAL: �z2s 965 2188 0 0 0 0 0 Rev. May 2006 1-[if;hW�l�� North Carolina Department of Transportation %- StOYl114Vc1t�'Y Highway Stormwater Program � � � `, STORMWATER MANAGEMENT PLAN - (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: TIP No.: 630111 County ies : Nash Page 1 of 1 General Project Information WBS Element: TIP Number: 630111 Project Type: Bridge Replacement Date: 8/3/2017 NCDOT Contact: Chad Coggins Contractor I Designer: Wetherill Engineering, Inc. / Harminder Singh, PE Address: Highway Division 4 Address: 1223 Jones Franklin Rd. 509 Ward Blvd, PO BOX 3165 Wilson, NC 27895 Raleigh, NC 27606 Phone: (252)237-6164 Phone: 919-851-8077 Email: ccoqqins(c�ncdot.qov Email: hsinqh(a)wetherillenq.com CityITown: N/A County(ies): Nash River Basin(s): Tar-Pamlico CAMA County? No Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 0.10 Surrounding Land Use: Rural, Wooded, Agricultural Proposed Project Existing Site Project Built-Upon Area (ac.) 0.4 ac. 0.2 ac. Typical Cross Section Description: (2) 10' lanes with grassed shoulders and up to 5.42' shoulders with guardrail. 4' (2) 10' lanes with grassed shoulders shoulders are variable width paved. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 560 Year: 2017 Existing: Year: General Project Narrative: Replace bridge no. 111 over Sapony Creek on SR 1704 Batchelor Road. Use 1@40', 2@50' 21" Cored Slab. At end bridge, a TB 2GI will outlet outside the buffer zones on (Description of Minimization of Water upstream side of the bridge with 15" CSP with Class B rip rap used to stabilize the outlet. At begin bridge, a TB 2GI will outlet into a ditch on the downstream side of the bridge Quality Impacts) with 15" CSP with Class B rip rap used to stabilize the outlet. No deck drains will discharge directly into channel. Waterbody Information Surface Water Body (1): Sapony Creek NCDWR Stream Index No.: 28-55-(5.5) NCDWR Surface Water Classification for Water Body Primary Classification: Class B Water Supply IV (WS-IV) Supplemental Classification: Nutrient Sensitive Waters (NSW) None Other Stream Classification: None Impairments: None Threatened/Endangered Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: Tar-Pamlico Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) •� � V � � O V See Sheet 9-A For Index of Sheets �� Asx CDUI�TY LOCATION: BRIDGE NO.IIl OVER SAP011tY CREEK ON SR 1704 (BATCHELOR ROAD) TYPE OF WORK GRADIIVG, DRAIIVAGE, PAVIIIIG �' STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT � TO NC 58 BEGIN NCDOT PROJECT 17BP.4.R.79 —L— POT STA.13 + OS.SO CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD 11. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAAHIC SCALES 30 15 0 30 60 PLANS 30 15 0 30 60 PROFILE (HORIZONTAL) DESIGN DATA ADT 2017 = 560 T = 6 % * V = 55 MPH (TTST =3% + DUAL =: FUNC CLASS = RURAL LOCAL SUBREGIONAL TIER PROJECT LENGTH LENGTH ROADWAY PROJECT 17BP.4.R.79 = LENGTH STRUCTURE PROJECT 17BP.4.R.79 = TOTAL LENGTH PROJECT 17BP.4.RJ9 = STA. IS + 05.50 SR 1704 (BATCHELOR RD.) -L- 0.070 MI 0.027 MI 0.097 MI END BRIDGE STA. I6 + 45.SO TO SR I703 � (BARNES HILL CHURCH RD.) END NCDOT PROJECT 17BP.4.R.79 —L— POT STA.18+20.00 Prepared for: DIVISI0IV OF HIGHWAYS DIVISION FOUR 509 Ward Boulevard, Wilson NC, 27895 .1F_' S'Z'.1.VDAKU 5'PE'(:lYLG'/IYIONJ' 1' OF WAY DATE: PAOJECT EN(:Z: LaTTING DATE: PR!)ld:('T IJF'.ti/!;;\ � . STATE STAT2 PROJECI' REFERENCE M1O. �� 17BP.4.R.79 1 176P.4.R.79 sxeer rorn� :�0. . SHEF.TS � . UTIL.. R�W ��z��,e�� - Ka��,�, , �. TRANSPoRTATION PLANNING/DfSIGN - BRIIX',E/STRUCTURE DES/GN CNIL/SITE DESIGN - G/5/GPS - CONSTRUCTION OBSERVATION BRIDGE #630111 PRELIM. ROADWAY PLANS ��,d�� .�� DO YOT t'SE FOR CONSTRUCTIOPh dN��Il�1L1E7[°lE 1�T,AN� DO NOT VSE FOR R! W ACQIiI91TION PERMIT DRAWING SHEET 1 OF 4 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICS ENGINEER P.E. ROADWAY DESIGN ENGINEER r.F. WETLAND PERMIT IMPACT SUMMARY WETLANDIMPACTS SURFACE WATERIMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (tt) (ft) (ft) 1 -L- 14+g7 to 16+47.5 1@40' 2@50' 21" Cored Slab < 0.01 0.08 42 TOTALS`: < 0.01 0.08 0 42 0 'Rounded totals are sum of actual impacts NOTES: Hand Clearing in Wetlands = 364 Sq. Ft. (0.008 Ac) �